A method for creating an oblique-mosaic image from a plurality of source images is disclosed. Initially, a desired area to be imaged and collected into an oblique-mosaic image is identified and then a mathematical model of a sensor of a virtual camera is created, where the virtual camera has an elevation greater than an elevation of the area to be imaged. The mathematical model has an oblique-mosaic pixel map for the sensor of the desired area. A surface location is determined for each pixel included in the oblique mosaic pixel map, and at least one source oblique image pixel of the area to be imaged is reprojected for each pixel included in the oblique-mosaic pixel map to thereby create an oblique-mosaic image of the desired geographical area. The at least one single oblique-mosaic image is visually pleasing and geographically accurate. Further, techniques for compensating for building lean in oblique-mosaic images are disclosed.

Patent
   7873238
Priority
Aug 30 2006
Filed
Aug 29 2007
Issued
Jan 18 2011
Expiry
Aug 29 2027
Assg.orig
Entity
Large
79
171
all paid
1. A method for creating an oblique-mosaic image from a plurality of source oblique images, comprising the steps of:
identifying a desired geographical area to be imaged and collected into an oblique-mosaic image;
creating a mathematical model of a virtual camera having a sensor higher in elevation from which the source oblique images were captured and looking down at an oblique angle, the mathematical model having an oblique-mosaic pixel map for the sensor of the desired area encompassing multiple source images, wherein the virtual camera includes the parameters of a focal point, a focal length, and a size of a focal plane;
assigning a geographic coordinate to each pixel included in the oblique mosaic pixel map;
selecting source oblique images of the geographic coordinates captured at an oblique angle and compass direction similar to the oblique angle and compass direction of the virtual camera; and
reprojecting, using a mathematical elevation model to define a ground surface within the desired geographical area, at least one source oblique image pixel of selected source oblique images of the area to be imaged from the vantage point of the sensor of the virtual camera for each pixel included in the oblique-mosaic pixel map in a fan-like pattern from the focal point of the virtual camera to thereby create a geo-referenced oblique-mosaic image of the desired geographical area.
11. A method for creating an oblique-mosaic image from a plurality of source oblique images, comprising the steps of:
identifying a desired geographical area to be imaged and collected into an oblique-mosaic image;
creating a mathematical model of a virtual camera having a sensor, where the virtual camera has an elevation greater than an elevation from which the source oblique images were captured and looking down at an oblique angle, the mathematical model having an oblique-mosaic pixel map for the sensor of the desired area encompassing multiple source oblique images, wherein the virtual camera includes the parameters of a focal point, a focal length, and a size of a focal plane;
determining a geographic coordinate for each pixel included in the oblique mosaic pixel map;
selecting source oblique images of the geographic coordinates captured at an oblique angle and compass direction similar to the oblique angle and compass direction of the virtual camera; and
reprojecting, using a mathematical elevation model to define a ground surface within the desired geographical area, at least one source oblique image pixel of selected source oblique images of the area to be imaged from the vantage point of the sensor of the virtual camera for each pixel included in the oblique-mosaic pixel map in a fan-like pattern from the focal point of the virtual camera to thereby create a geo-referenced oblique-mosaic image of the desired geographical area.
2. The method of claim 1, wherein the step of assigning is further defined by projecting each pixel through the perspective of the virtual camera to determine a corresponding geographic coordinate for each pixel in the oblique-mosaic pixel map.
3. The method of claim 1, wherein multiple source oblique images represent the same geographic coordinate.
4. The method of claim 3, wherein the pixels of each source oblique image that represent the same geographic coordinate are compared to determine which source pixel is most representative of the geographic coordinate, the more representative pixel to be included in the oblique-mosaic image.
5. The method of claim 1, wherein the step of reprojecting is further defined by reprojecting the pixel to match the size and shape of the represented geographic coordinate as taken from the elevation, compass direction, and oblique angle of the virtual camera.
6. The method of claim 1, wherein the step of reprojecting is further defined by removing the effects of elevation from the source oblique images prior to reprojection and then adding the effects of elevation to the oblique-mosaic image after reprojection.
7. The method of claim 1, further comprising the step of minimizing lean of vertical structures within the oblique mosaic image.
8. The method of claim 7, wherein the step of minimizing lean of vertical structures within the oblique mosaic image is defined further as the steps of creating an elevation model from the source oblique images taking into account the vertical structures, and reprojecting at least one source oblique image pixel of the area to be imaged.
9. The method of claim 7, wherein the step of minimizing lean of vertical structures is defined further as matching vertical structures in multiple source oblique images and shifting pixels apparent location in at least one of the source oblique images by a relative height above a ground model.
10. The method of claim 1, wherein metadata is stored with the oblique-mosaic image.
12. The method of claim 11, wherein the step of determining is further defined by projecting each pixel through the perspective of the virtual camera to determine a corresponding geographic coordinate for each pixel in the oblique-mosaic pixel map.
13. The method of claim 11, wherein multiple source oblique images represent the same geographic coordinate.
14. The method of claim 13, wherein the pixels of each source oblique image that represent the same geographic coordinate are compared to determine which source pixel is most representative of the geographic coordinate, the more representative pixel to be included in the oblique-mosaic image.
15. The method of claim 11, wherein the step of reprojecting is further defined by reprojecting the pixel to match the size and shape of the represented geographic coordinate as taken from the elevation, compass direction, and oblique angle of the virtual camera.
16. The method of claim 11, wherein the step of reprojecting is further defined by removing the effects of elevation from the source oblique images prior to reprojection and then adding the effects of elevation to the oblique-mosaic image after reprojection.
17. The method of claim 11, further comprising the step of minimizing lean of vertical structures within the oblique mosaic image.
18. The method of claim 17, wherein the step of minimizing lean of vertical structures within the oblique mosaic image is defined further as the steps of creating an elevation model from the source oblique images taking into account the vertical structures, and reprojecting at least one source oblique image pixel of the area to be imaged.
19. The method of claim 17, wherein the step of minimizing lean of vertical structures is defined further as matching vertical structures in multiple source oblique images and shifting pixels apparent location in at least one of the source oblique images by a relative height above a ground model.
20. The method of claim 11, wherein metadata is stored with the oblique-mosaic image.

The present patent application claims priority to the provisional patent application identified by U.S. Ser. No. 60/840,992, filed Aug. 30, 2006, the entire content of which is hereby incorporated herein by reference.

Not Applicable.

Not Applicable.

Not Applicable.

1. Field of the Invention

The presently claimed and disclosed invention(s) relate to mosaicked oblique images and methods for making and using same. More particularly, the presently claimed and disclosed invention(s) use a methodology whereby separate obliquely captured aerial images are combined into at least one single oblique mosaic image. The at least one single oblique-mosaic image is visually pleasing and geographically accurate.

2. Background of the Art

In the remote sensing/aerial imaging industry, imagery is used to capture views of a geographic area and be able to measure objects and structures within the images as well as to be able to determine geographic locations of points within the image. These are generally referred to as “geo-referenced images” and come in two basic categories:

All imagery starts as captured imagery, but as most software cannot geo-reference captured imagery, that imagery is then reprocessed to create the projected imagery. The most common form of projected imagery is the ortho-rectified image. This process aligns the image to an orthogonal or rectilinear grid (composed of rectangles). The input image used to create an ortho-rectified image is a nadir image—that is, an image captured with the camera pointing straight down.

It is often quite desirable to combine multiple images into a larger composite image such that the image covers a larger geographic area on the ground. The most common form of this composite image is the “ortho-mosaic image” which is an image created from a series of overlapping or adjacent nadir images that are mathematically combined into a single ortho-rectified image.

Each input nadir image, as well as the output ortho-mosaic image, is composed of discrete pixels (individual picture elements) of information or data. As part of the process for creating an ortho-rectified image, and hence an ortho-mosaic image, an attempt is made to reproject (move within a mathematical model) each pixel within the image such that the resulting image appears as if every pixel in the image were a nadir pixel—that is, that the camera is directly above each pixel in the image.

The reason this ortho-rectification process is needed is it is not currently possible to capture an image where every pixel is nadir to (directly below) the camera unless: (1) the camera used is as large as the area of capture, or (2) the camera is placed at an infinite distance above the area of capture such that the angle from the camera to the pixel is so close to straight down that it can be considered nadir. The ortho-rectification process creates an image that approximates the appearance of being captured with a camera where the area on the ground each pixel captures is considered nadir to that pixel, i.e. directly below that pixel. This process is done by creating a mathematical model of the ground, generally in a rectilinear grid (a grid formed of rectangles), and reprojecting from the individual captured camera image into this rectilinear grid. This process moves the pixels from their relative non-nadir location within the individual images to their nadir positions within the rectilinear grid, i.e. the image is warped to line up with the grid.

When creating an ortho-mosaic, this same ortho-rectification process is used, however, instead of using only a single input nadir image, a collection of overlapping or adjacent nadir images are used and they are combined to form a single composite ortho-rectified image known as an ortho-mosaic. In general, the ortho-mosaic process entails the following steps:

Because the rectilinear grids used for the ortho-mosaic are generally the same grids used for creating maps, the ortho-mosaic images bear a striking similarity to maps and as such, are generally very easy to use from a direction and orientation standpoint. However, since they have an appearance dictated by mathematical projections instead of the normal appearance that a single camera captures and because they are captured looking straight down, this creates a view of the world to which we are not accustomed. As a result, many people have difficulty determining what it is they are looking at in the image. For instance, they might see a yellow rectangle in the image and not realize what they are looking at is the top of a school bus. Or they might have difficulty distinguishing between two commercial properties since the only thing they can see of the properties in the ortho-mosaic is their roof tops, where as most of the distinguishing properties are on the sides of the buildings. An entire profession, the photo interpreter, has arisen to address these difficulties as these individuals have years of training and experience specifically in interpreting what they are seeing in nadir or ortho-mosaic imagery.

Since an oblique image, by definition, is captured at an angle, it presents a more natural appearance because it shows the sides of objects and structures—what we are most accustomed to seeing. In addition, because oblique images are not generally ortho-rectified, they are still in the natural appearance that the camera captures as opposed to the mathematical construction of the ortho-mosaic image. This combination makes it very easy for people to look at something in an oblique image and realize what that object is. Photo interpretation skills are not required when working with oblique images.

Oblique images, however, present another issue. Because people have learned navigation skills on maps, the fact that oblique images are not aligned to a map grid, like ortho-mosaic images, makes them much less intuitive when attempting to navigate or determine direction on an image. When an ortho-mosaic is created, because it is created to a rectilinear grid that is generally a map grid, the top of the ortho-mosaic image is north, the right side is east, the bottom is south, and the left side is west. This is how people are generally accustomed to orienting and navigating on a map. But an oblique image can be captured from any direction and the top of the image is generally “up and back,” meaning that vertical structures point towards the top of the image, but that the top of the image is also closer to the horizon. However, because the image can be captured from any direction, the horizon can be in any direction, north, south, east, west, or any point in between. If the image is captured such that the camera is pointing north, then the right side of the image is east and the left side of the image is west. However, if the image is captured such that the camera is pointing south, then the right side of the image is west and the left side of the image is east. This can cause confusion for someone trying to navigate within the image.

Additionally, because the ortho-mosaic grid is generally a rectilinear grid, by mathematical definition, the four cardinal compass directions meet at right angles (90-degrees). But with an oblique image, because it is still in the original form the camera captured and has not been reprojected into a mathematical model, it is not necessarily true that the compass directions meet at right angles within the image. Because in the oblique perspective, you are moving towards the horizon as you move up in the image, the image covers a wider area on the ground near the top of the image as compared to the area on the ground covered near the bottom of the image. If you were to paint a rectangular grid on the ground and capture it with an oblique image, the lines along the direction the camera is pointing would appear to converge in the distance and the lines across the direction of the camera is pointing would appear to be more widely spaced in the front of the image than they do in the back of the image. This is the perspective view we are all used to seeing—things are smaller in the distance than close up and parallel lines, such as railroad tracks, appear to converge in the distance. By contrast, if an ortho-mosaic image was created over this same painted rectangular grid, it would appear as a rectangular grid in the ortho-mosaic image since all perspective is removed as an incidental part of the ortho-mosaic process.

Because of these fundamental differences in perspective and appearance, the creation of an ortho-mosaic image by the process described above does not work well for oblique images. Because the camera's optical axis (an imaginary line through the center of the lens or optics that follows the aim of the camera) is typically pointed at an angle of 45-degrees or more from nadir (pointed 45-degrees or more up from straight down), the effects of building lean, elevation differences, and non-square pixels are all exaggerated—effects that are considered negative qualities in an ortho-mosaic image. In the ortho-mosaic industry, requirements are generally placed on the image capture process such that they limit the amount of obliqueness to as little as 5-degrees from nadir so as to minimize each of these negative effects.

In addition, if the admirable properties of an oblique image are to be maintained, namely seeing the sides of structures and the natural appearance of the images, then clearly a process that attempts to remove vertical displacements, and hence the sides of the buildings, and one that warps the image to fit a rectilinear grid is not a viable choice. A new process is needed, one which meets the following desirable qualities in an effort to preserve the admirable properties of the oblique image:

Because of these issues, the common practice in the industry is to provide oblique imagery as a series of individual images. However, some of the same benefits of the ortho-mosaic also apply to an oblique-mosaic (an image created from a collection of overlapping or adjacent oblique images), namely the fact that the mosaic covers a larger geographic area than each or any of the individual images that were used to create it. This invention details a means by which a quality oblique-mosaic can be created, overcoming the above limitations.

This invention allows for the creation of an oblique-mosaic image that has both a natural appearance and is preferably geo-referenced to maintain the ability to measure and determine geographic coordinates. While the preferred embodiment applies this invention to aerial oblique imagery, the invention will also work with non-aerial oblique imagery captured in a variety of ways, including but not limited to cameras mounted obliquely on a vertical pole, hand-held cameras aimed obliquely, and cameras mounted at oblique angles on an underwater probe.

In one embodiment, the present invention is directed to a method for creating an oblique-mosaic image from a plurality of source oblique images of a geographical area. The source oblique images are preferably captured oblique images. In this method, a desired area to be imaged and collected into an oblique-mosaic image is identified, and a mathematical model of a sensor of a virtual camera is created. The virtual camera has an elevation greater than an elevation of the area to be imaged. The mathematical model has an oblique-mosaic pixel map for the sensor of the desired area. A surface location for each pixel included in the oblique mosaic pixel map is determined and/or assigned. Then, at least one source oblique image pixel of the area to be imaged is reprojected for each pixel included in the oblique-mosaic pixel map to thereby create an oblique-mosaic image of the desired geographical area. Thus, the oblique-mosaic image is a composite image formed from pixels reprojected from multiple source oblique images.

In one version of the invention, multiple source oblique images represent the same surface location. In this embodiment, the method can further comprise steps for selecting which pixels and/or source oblique images to utilize in forming the oblique-mosaic image. For example, the method can further comprise the step of selecting source oblique images of the surface location captured at an oblique angle and compass direction similar to the oblique angle and compass direction of the virtual camera. In yet another version, the pixels of each source oblique image that represent the same surface location are compared to determine which source pixel is most representative of the surface location, the more representative pixel to be included in the oblique-mosaic image.

In one version of the invention, the step of assigning is further defined by as projecting each pixel through the perspective of the virtual camera to determine a corresponding surface location for each pixel in the oblique-mosaic pixel map.

In another version of the invention, the step of reprojecting is further defined by reprojecting the pixel to match the size and shape of the represented surface location as taken from the elevation, compass direction, and oblique angle of the virtual camera.

In yet another version of the invention, the step of reprojecting is further defined by removing the effects of elevation from the source oblique images prior to reprojection and then adding the effects of elevation to the oblique-mosaic image after reprojection.

In yet another version of the invention, the method includes the step of minimizing lean of vertical structures within the oblique mosaic image. This can be accomplished in a variety of manners, such as creating an elevation model from the source oblique images taking into account the vertical structures, and reprojecting at least one source oblique image pixel of the area to be imaged utilizing the elevation model. Alternatively, lean of vertical structures can be minimized by matching vertical structures in multiple source oblique images and shifting pixels apparent location in at least one of the source oblique images by a relative height above a ground model.

FIG. 1 is a schematic view of a real camera captured scene reprojected to a “virtual camera”, i.e., a mathematical model that describes a camera larger than the real camera and higher in elevation than the real camera.

FIG. 2 is an illustration of an exemplary software/function flow chart of a method for making an oblique-mosaic image using a methodology whereby separate obliquely captured aerial images are combined into the oblique-mosaic image.

FIG. 3a is a pictorial representation of a prior art oblique-mosaic image.

FIG. 3b is an enlarged view of the pictorial representation of the prior art oblique-mosaic image of FIG. 3a.

FIG. 4a is a pictorial representation of an exemplary oblique-mosaic image created in accordance with the present invention.

FIG. 4b is an enlarged view of the pictorial representation of the exemplary oblique-mosaic image created in accordance with the present invention of FIG. 4a.

Before explaining at least one embodiment of the invention in detail, it is to be understood that the invention is not limited in its application to the details of construction, experiments, exemplary data, and/or the arrangement of the components set forth in the following description or illustrated in the drawings. The invention is capable of other embodiments or of being practiced or carried out in various ways. Also, it is to be understood that the phraseology and terminology employed herein is for purpose of description and should not be regarded as limiting.

The presently claimed and disclosed invention(s) relate to oblique-mosaic images and methods for making and using the same. More particularly, the presently claimed and disclosed invention(s) use a methodology whereby separate obliquely captured aerial images are combined into at least one single oblique-mosaic image. The at least one single oblique-mosaic image is visually pleasing and geographically accurate.

Referring now to the Figures and in particular to FIGS. 1 and 2, shown in FIG. 1 and designated by a reference numeral 10 is a schematic view of a method for creating an oblique mosaic image 12 (See FIGS. 4A and 4B). FIG. 2 is an illustration of an exemplary software/function flow chart 14 of a method for making the oblique-mosaic image 12 using a methodology whereby separate obliquely captured aerial images are combined into the oblique-mosaic image 12. FIG. 4a is a pictorial representation of an exemplary oblique-mosaic image 12 created in accordance with the present invention. FIG. 4b is an enlarged view of the pictorial representation of the exemplary oblique-mosaic image 12 created in accordance with the present invention.

In general, the method identifies a desired area 15 to be imaged and collected into the oblique-mosaic image 12. Source images are obtained utilizing a real camera 14 capturing a scene 16 as indicated by a block 18 in FIG. 2. Then, a virtual camera 20 is created as indicated by a block 22 in FIG. 2. The virtual camera 20 is a mathematical model that describes a camera larger than the real camera 14 and higher in elevation than the real camera 14 as shown in FIG. 1. The mathematical model has an oblique-mosaic pixel map for the sensor of the desired area. A surface location is assigned to each pixel included in the oblique pixel map, and then as indicated by a block 24, source oblique images are selected for the ground locations and then at least one source oblique image pixel of the area to be imaged for each pixel included in the oblique-mosaic pixel map is reprojected to thereby create the oblique-mosaic image of the desired geographical area (as indicated by a block 26). Optionally, the method further includes one or more steps to minimize the effect of vertical structure lean as indicated by a block 28.

As described hereinabove, the use of a grid reprojection methodology to create oblique-mosaic images is fraught with problems and is unlikely to provide a useable image. Therefore, in order to produce the quality oblique-mosaic image 12, an improved process must be performed. Such an improved and unique process is described and claimed herein and preferably uses, generally, the following considerations:

In practice, the methodology disclosed and claimed herein, consists of multiple steps and data transformations that can be accomplished by one of ordinary skill in the art given the present specification. There are a number of algorithms already known in the art that steer cut-lines for ortho-mosaics and could be readily adapted for use with oblique images. In addition, follow-on work could create new algorithms specifically designed to deal with the complexities of oblique images.

The first step to creating the oblique-mosaic image 12 according to the presently disclosed and claimed invention requires the selection of an area to be imaged. Generally, the area to be imaged would be a specific geographical location. However, other areas can also be selected to be imaged into the oblique-mosaic image 12 such as building sides, walls, landscapes, mountain sides and the like. creation of a “virtual camera” 20 that is capable of covering the entire landscape or area of interest to be imaged.

Once a desired area to be imaged and collected into the oblique-mosaic image 12 has been determined, the user or operator creates the “virtual camera” 20 i.e. a mathematical construct that is capable of covering or capturing a portion of, or the entirety of the desired area. The virtual camera 20 is a mathematical model of a camera with the necessary camera geometry parameters (the mathematical values that define the camera model, for instance the number of rows and columns of the sensor plane, size of the sensor plane in millimeters, focal length in millimeters, height above ground, yaw, pitch, and roll of the optical axis) that enable it to preferably “capture” the desired scene. For instance, a virtual camera can be devised having a very large sensor (e.g. 20,000 pixel columns and 10,000 pixel rows), a standard field of view (36 mm by 24 mm sensor plane and a 60 mm focal length), and be “placed” at a relatively high altitude (e.g. 30,000 feet) looking down at an oblique angle to the north (yaw and roll of 0 and pitch of −40 degrees). In a preferred embodiment, a sensor model from a real camera is used and the user simply modifies the parameters such that it meets the requirements in order to “capture” the desired area.

The second step creates the resulting oblique pixel map for the virtual camera 20. The pixel map corresponds to the virtual camera's sensor and thus typically, but not necessarily, has the same number of rows and columns as the virtual camera's sensor. Then, for each pixel in the pixel map image, the projective equations for the virtual camera 20 are used to project each pixel downward and away from the virtual camera 20 and onto the ground, taking elevation into account when doing so (generally through the use of a mathematical elevation model of the ground surface). This results in a corresponding ground location for that virtual camera's pixel.

Once the corresponding ground location has been found, it can be used to select which previously captured images contain image data for that ground location. This is generally done by checking to see if the ground location lies within the image boundaries of a previously captured image.

When selecting source oblique images, e.g., input captured images, in order to achieve a desirable output image, it is important to use source oblique images that were captured in the same, or nearly the same, relative orientation of the virtual camera 20, in terms of oblique downward angle and compass direction of the optical axis. While it is generally not an issue to use input imagery from a camera whose model is different than the virtual camera's model, if that model is radically different (for instance, a line scanner versus a full frame capture device), it may result in an undesirable resulting image.

While this invention discusses using captured images as input to the oblique mosaic 12, it is not actually required. It is possible to use a projected image as input to this process or even to use another oblique mosaic as input to this process. However, since this process reprojects the input images, it is desirable to use non-projected input images, i.e. captured images. The reason is that reprojecting already projected data can often lead to artifacts, sort of like rounding errors in mathematical calculations. These artifacts can create an undesirable resulting oblique-mosaic.

It is generally desirable to create the continuous oblique-mosaic 12. In order to do so, there must be captured image data for the entire area being “captured” by the virtual camera 20. This means that if multiple captured images are being combined to create the oblique-mosaic 12, those input images must be adjacent or more commonly, overlapping. As a result of this overlap, it is common for there to be multiple captured images covering the same area on the ground. If multiple captured images are available for selection, a preferred captured image is chosen according to the selection criteria described below.

When multiple images from real cameras 14 cover the same point on the ground, a selection process can be used to determine which real camera image should be used as input for the creation of the virtual camera's pixel map image. This selection process can be done by assigning weights (assigned numerical values) to the following input criteria, multiplying those weights by the normalized criterion (a value that has been scaled between 0 and 1), and then selecting the image with the greatest sum of these weight/criterion products. While any number of criteria can be used, the following three criteria have been used in the development of this invention:

Selection Criterion Distance to Optical Axis

The distance between the point on the ground being selected and the point where the input camera's optical axis intersects the ground. This value can be normalized by dividing the distance by the maximum distance able to be measured in the scene.

Selection Criterion Angular Difference to Optical Axis

The difference between the following two angles: the angle of the input camera's optical axis (generally measured relative to the perpendicular) and the angle of the ray being cast from the virtual camera to the point on the ground being selected (again, generally measured relative to the perpendicular). This value can be normalized by dividing by 180-degrees.

Selection Criterion Distance to Nearest Street Centerline

The distance between the point on the ground being selected and the nearest street centerline. The street centerlines can be obtained from vector data files such as TIGER files or other Geographic Information System files. This value can be normalized by dividing by the maximum distance able to be measured in the scene.

Once the preferred captured image has been selected, the projective equations for the captured image's camera are used to project from the ground up to the camera, taking the ground elevation into account when doing so. This projection through the focal point and onto the camera's sensor plane will find a pixel row and column corresponding to the point on the ground. As this typically does not fall on an integer row or column, bilinear interpolation (an industry standard mathematical formula for finding a single value from the proportionate proximity to the four surrounding pixels) is used to find the pixel value for the corresponding point on the camera's sensor plane.

This pixel value is then used to fill the pixel in the image that corresponds to the virtual camera's sensor plane from which the original ray was projected outward onto the ground. This process is repeated for some or all of the remaining pixels in the virtual camera's sensor plane, resulting in an image that covers some area or the entire area on the ground that the virtual camera 20 can “see.” Preferably, this process is repeated for all of the remaining pixels in the virtual camera's sensor plane, resulting in a complete image that covers the entire area on the ground that the virtual camera 20 can “see.”

The resulting image and its corresponding projective equations are then stored. The resulting image can be stored in any format, including one of many industry standard image formats such as TIFF, JFIF, TARGA, Windows Bitmap File, PNG or any other industry standard format. For the corresponding projective equations, the following data should, in a preferred embodiment, be stored as metadata with the resulting image, either appended to the same file or in another file readily accessible (an industry standard practice is to use the same filename but with a different file extension):

As discussed above, the relative perspective of the camera causes an effect known as “building lean.” While building lean is most commonly applied to, and thus discussed as, buildings, it also applies to any vertical structure in the object, such as electrical towers, trees, cars, phone booths, mailboxes, street signs, and so on. Building lean is an effect that makes it appear as if buildings that are not along the optical axis of the camera “lean” away from the optical axis—the farther away from the optical axis, the greater the lean. This lean is the result of perspective, which causes objects that are raised off the ground to appear farther “back” into the image, away from the camera. Thus, the top of a building appears farther back than the bottom of a building. When this lean corresponds to the camera's perspective, it looks normal. However, as part of the oblique-mosaic process, captured images, each with their own perspective, are combined into a single virtual camera's perspective.

This combination of different perspectives becomes problematic, especially when two different captured images from different vantage points contribute pixel values to adjacent areas in the virtual camera's pixel map image. For example: If a camera to the left of a building provides the left side of a building, then that portion of the building will appear to be leaning to the right (away from the camera). If a camera that is located to the right of the building provides the right side of the building, then that portion of the building will appear to be leaning to the left. Since the two halves of the building “lean into” each other, the resulting combined image has a building that has a triangular, rather than a rectangular, appearance.

Because building lean only affects surfaces above the surface of the ground, it is generally fairly difficult to account for or correct these effects because in order to do so, the user must have knowledge of the presence of the building or structure. Features that are on the ground do not experience this building lean because the change in relative perspective is backed out when ground elevation is taken into account in the projective equations. The mathematical model used to define the ground surface during the projective process ensures the correct ground location is selected. However, for objects that rise above the ground surface, and are not represented in the mathematical model used to define the ground surface, this relative perspective change causes the virtual camera to “see” the building top in the wrong place—i.e. too far back from the camera.

A method for minimizing the effects of building lean, as contemplated herein, is to transition between one input camera image and the next input camera image over an area where there are no structures above or below the ground elevation model. In one embodiment, this is accomplished by placing the transition down the middle of a street. Thus, by having a properly weighted selection criterion for distance to street centerline, if there is a street in the area where two captured images overlap, then the transition from contributing pixels from the one captured image to contributing pixels from the second captured image will occur along this street, thus minimizing the effects of building lean.

A method for removing building lean entirely, as contemplated herein, is to provide an accurate ground elevation model taking into account buildings and other vertical structures. Thus, every pixel that comprises the image of the building is represented in the mathematical model of the ground elevation model and therefore the change in relative perspective is accounted for in the projective process. However, for this to work well, the elevation model must be highly correlated to the input imagery. If there is any shift in location between the imagery and the elevation model, then the buildings will not be projected properly when creating the oblique-mosaic image 12.

To overcome this limitation, the preferred methodology is to create the elevation model from the imagery itself. This can be done by using an industry standard process known as aero-triangulation, which finds the elevation of a point on the ground by comparing its location in two overlapping captured images and using the projective equations of their corresponding cameras to triangulate its location and elevation. Repeating this process over the entire overlap area can produce an accurate mathematical model of the surface of not only the ground, but also of the surface of structures and objects within the images. More importantly, because this model is derived from the imagery itself, it is by definition, highly correlated to the input image.

Another method for removing building lean, contemplated for use herein, is to attempt to identify vertical structures by using an edge matching process between the oblique and the corresponding nadir imagery. Vertical structures do not appear in a truly nadir image, and they barely appear in a slightly off-nadir image. Thus, when comparing an oblique image with its corresponding nadir image, the primary difference between the structures that appear in the two images will be the vertical structures. By using one or more edge detection algorithms (such as an industry standard Laplacian Filter), it is possible to identify the various structures within the two images and then isolate the vertical edges in the oblique image by subtracting out the non-vertical structures that also appear in the nadir image. Once these vertical structures have been found, the pixels for those vertical structures can be shifted to remove the effects of the change in relative perspective. By shifting the pixel's apparent location in the captured oblique image by the relative height above the ground model found through the measuring of the vertical edges, its proper ground location can be determined, thus negating the effects of building lean.

It should be understood that the processes described above can be performed with the aid of a computer system running image processing software adapted to perform the functions described above, and the resulting images and data are stored on one or more computer readable mediums. Examples of a computer readable medium include an optical storage device, a magnetic storage device, an electronic storage device or the like. The term “Computer System” as used herein means a system or systems that are able to embody and/or execute the logic of the processes described herein. The logic embodied in the form of software instructions or firmware may be executed on any appropriate hardware which may be a dedicated system or systems, or a general purpose computer system, or distributed processing computer system, all of which are well understood in the art, and a detailed description of how to make or use such computers is not deemed necessary herein. When the computer system is used to execute the logic of the processes described herein, such computer(s) and/or execution can be conducted at a same geographic location or multiple different geographic locations. Furthermore, the execution of the logic can be conducted continuously or at multiple discrete times. Further, such logic can be performed about simultaneously with the capture of the images, or thereafter or combinations thereof.

Although the foregoing invention has been described in some detail by way of illustration and example for purposes of clarity of understanding, it will be obvious to those skilled in the art that certain changes and modifications may be practiced without departing from the spirit and scope thereof, as described in this specification and as defined in the appended claims below.

Gray, Robert, Giuffrida, Frank, Schultz, Stephen

Patent Priority Assignee Title
10108755, Nov 19 2013 Extreme Networks, Inc RF floor plan building
10275939, Nov 05 2015 GOOGLE LLC Determining two-dimensional images using three-dimensional models
10358234, Apr 11 2008 Nearmap Australia Pty Ltd Systems and methods of capturing large area images in detail including cascaded cameras and/or calibration features
10358235, Apr 11 2008 Nearmap Australia Pty Ltd Method and system for creating a photomap using a dual-resolution camera system
10424047, Aug 05 2008 Pictometry International Corp. Cut line steering methods for forming a mosaic image of a geographical area
10503842, Feb 15 2012 Xactware Solutions, Inc. System and method for construction estimation using aerial images
10503843, Dec 19 2017 Eagle View Technologies, Inc. Supervised automatic roof modeling
10515414, Feb 03 2012 EAGLE VIEW TECHNOLOGIES, INC Systems and methods for performing a risk management assessment of a property
10528960, Apr 17 2007 Eagle View Technologies, Inc. Aerial roof estimation system and method
10540577, Aug 02 2013 Xactware Solutions, Inc. System and method for detecting features in aerial images using disparity mapping and segmentation techniques
10663294, Feb 03 2012 EAGLE VIEW TECHNOLOGIES, INC Systems and methods for estimation of building wall area and producing a wall estimation report
10685149, Oct 31 2008 Eagle View Technologies, Inc. Pitch determination systems and methods for aerial roof estimation
10839469, Mar 15 2013 Eagle View Technologies, Inc. Image analysis system
10839484, Aug 05 2008 Pictometry International Corp. Cut-line steering methods for forming a mosaic image of a geographical area
10896353, Aug 02 2013 Xactware Solutions, Inc. System and method for detecting features in aerial images using disparity mapping and segmentation techniques
10909482, Mar 15 2013 PICTOMETRY INTERNATIONAL CORP Building materials estimation
11030355, Oct 31 2008 Eagle View Technologies, Inc. Concurrent display systems and methods for aerial roof estimation
11030358, Oct 31 2008 Eagle View Technologies, Inc. Pitch determination systems and methods for aerial roof estimation
11094113, Dec 04 2019 INSURANCE SERVICES OFFICE, INC Systems and methods for modeling structures using point clouds derived from stereoscopic image pairs
11144795, Aug 02 2013 Xactware Solutions, Inc. System and method for detecting features in aerial images using disparity mapping and segmentation techniques
11151378, Aug 31 2015 CAPE ANALYTICS, INC Systems and methods for analyzing remote sensing imagery
11164256, Mar 15 2013 Eagle View Technologies, Inc. Price estimation model
11210433, Feb 15 2012 Xactware Solutions, Inc. System and method for construction estimation using aerial images
11222426, Jun 02 2020 CAPE ANALYTICS, INC Method for property feature segmentation
11232150, Apr 10 2020 CAPE ANALYTICS, INC System and method for geocoding
11367265, Oct 15 2020 CAPE ANALYTICS, INC Method and system for automated debris detection
11385051, Feb 03 2012 Eagle View Technologies, Inc. Systems and methods for estimation of building wall area and producing a wall estimation report
11416644, Dec 19 2017 Eagle View Technologies, Inc. Supervised automatic roof modeling
11423614, Feb 01 2010 Eagle View Technologies, Inc. Geometric correction of rough wireframe models derived from photographs
11526952, Mar 15 2013 Eagle View Technologies, Inc. Image analysis system
11551331, Aug 05 2008 Pictometry International Corp. Cut-line steering methods for forming a mosaic image of a geographical area
11566891, Feb 03 2012 Eagle View Technologies, Inc. Systems and methods for estimation of building wall area and producing a wall estimation report
11568639, Aug 31 2015 Cape Analytics, Inc. Systems and methods for analyzing remote sensing imagery
11587176, Mar 15 2013 EAGLE VIEW TECHNOLOGIES, INC Price estimation model
11620714, Feb 03 2012 Eagle View Technologies, Inc. Systems and methods for estimation of building floor area
11640667, Jun 02 2020 Cape Analytics, Inc. Method for property feature segmentation
11693996, Feb 15 2012 Xactware Solutions, Inc. System and method for construction estimation using aerial images
11727163, Feb 15 2012 Xactware Solutions, Inc. System and method for construction estimation using aerial images
11861843, Jan 19 2022 CAPE ANALYTICS, INC System and method for object analysis
11875413, Jul 06 2021 CAPE ANALYTICS, INC System and method for property condition analysis
11915368, Dec 04 2019 INSURANCE SERVICES OFFICE, INC Systems and methods for modeling structures using point clouds derived from stereoscopic image pairs
8081841, Aug 30 2006 PICTOMETRY INTERNATIONAL CORP Mosaic oblique images and methods of making and using same
8145578, Apr 17 2007 EAGLE VIEW TECHNOLOGIES, INC Aerial roof estimation system and method
8170840, Oct 31 2008 Eagle View Technologies, Inc. Pitch determination systems and methods for aerial roof estimation
8209152, Oct 31 2008 EagleView Technologies, Inc. Concurrent display systems and methods for aerial roof estimation
8452125, Aug 30 2006 PICTOMETRY INTERNATIONAL CORP Mosaic oblique images and methods of making and using same
8497905, Apr 11 2008 Nearmap Australia Pty Ltd Systems and methods of capturing large area images in detail including cascaded cameras and/or calibration features
8505847, Mar 01 2011 John, Ciampa Lighter-than-air systems, methods, and kits for obtaining aerial images
8565552, Nov 14 2006 CODONICS, INC Assembling multiple medical images into a single film image
8622338, Mar 01 2011 John, Ciampa Lighter-than-air systems, methods, and kits for obtaining aerial images
8660382, Aug 30 2006 Pictometry International Corp. Mosaic oblique images and methods of making and using same
8670961, Apr 17 2007 Eagle View Technologies, Inc. Aerial roof estimation systems and methods
8675068, Apr 11 2008 Nearmap Australia Pty Ltd Systems and methods of capturing large area images in detail including cascaded cameras and/or calibration features
8731234, Nov 01 2008 EAGLE VIEW TECHNOLOGIES, INC Automated roof identification systems and methods
8768068, May 04 2011 Raytheon Company Automated building detecting
8774525, Feb 03 2012 EAGLE VIEW TECHNOLOGIES, INC Systems and methods for estimation of building floor area
8818770, Oct 31 2008 Eagle View Technologies, Inc. Pitch determination systems and methods for aerial roof estimation
8825454, Oct 31 2008 Eagle View Technologies, Inc. Concurrent display systems and methods for aerial roof estimation
8995757, Oct 31 2008 Eagle View Technologies, Inc. Automated roof identification systems and methods
9070018, Oct 31 2008 Eagle View Technologies, Inc. Automated roof identification systems and methods
9126669, Mar 01 2011 John, Ciampa Lighter-than-air systems, methods, and kits for obtaining aerial images
9129376, Oct 31 2008 EAGLE VIEW TECHNOLOGIES, INC Pitch determination systems and methods for aerial roof estimation
9135737, Oct 31 2008 EAGLE VIEW TECHNOLOGIES, INC Concurrent display systems and methods for aerial roof estimation
9147276, Aug 05 2008 Pictometry International Corp. Cut line steering methods for forming a mosaic image of a geographical area
9160950, Jul 21 2009 NEC SPACE TECHNOLOGIES, LTD Image capturing apparatus, image capturing method, image capturing circuit, and program
9185289, Jun 10 2013 International Business Machines Corporation Generating a composite field of view using a plurality of oblique panoramic images of a geographic area
9219858, Jun 10 2013 International Business Machines Corporation Generating a composite field of view using a plurality of oblique panoramic images of a geographic area
9367895, Mar 19 2014 MAXAR INTELLIGENCE INC Automated sliver removal in orthomosaic generation
9501700, Feb 15 2012 XACTWARE SOLUTIONS, INC System and method for construction estimation using aerial images
9514568, Apr 17 2007 Eagle View Technologies, Inc. Aerial roof estimation systems and methods
9599466, Feb 03 2012 EAGLE VIEW TECHNOLOGIES, INC Systems and methods for estimation of building wall area
9679227, Aug 02 2013 XACTWARE SOLUTIONS, INC System and method for detecting features in aerial images using disparity mapping and segmentation techniques
9886774, Oct 22 2014 Photogrammetric methods and devices related thereto
9898802, Aug 05 2008 Pictometry International Corp. Cut line steering methods for forming a mosaic image of a geographical area
9911228, Feb 01 2010 Eagle View Technologies, Inc.; EAGLE VIEW TECHNOLOGIES, INC Geometric correction of rough wireframe models derived from photographs
9916640, Mar 19 2014 MAXAR INTELLIGENCE INC Automated sliver removal in orthomosaic generation
9933257, Feb 03 2012 EAGLE VIEW TECHNOLOGIES, INC Systems and methods for estimation of building wall area
9953370, Feb 03 2012 Eagle View Technologies, Inc. Systems and methods for performing a risk management assessment of a property
9959581, Mar 15 2013 EAGLE VIEW TECHNOLOGIES, INC Property management on a smartphone
Patent Priority Assignee Title
2273876,
3153784,
3594556,
3614410,
3621326,
3661061,
3716669,
3725563,
3864513,
3866602,
3877799,
4015080, Apr 30 1973 Elliott Brothers (London) Limited Display devices
4044879, Mar 07 1975 INKJET SYSTEMS GMBH & CO KG Arrangement for recording characters using mosaic recording mechanisms
4184711, Oct 14 1977 Folding canvas chair
4240108, Oct 03 1977 Grumman Aerospace Corporation Vehicle controlled raster display system
4281354, May 17 1979 Apparatus for magnetic recording of casual events relating to movable means
4344683, Sep 29 1979 Agfa-Gevaert Aktiengesellschaft Quality control method and apparatus for photographic pictures
4360876, Jul 06 1979 Thomson-CSF Cartographic indicator system
4382678, Jun 29 1981 UNITED STATES of AMERICA, AS REPRESENTED BY THE SECRETARY OF THE ARMY Measuring of feature for photo interpretation
4387056, Apr 16 1981 E. I. du Pont de Nemours and Company Process for separating zero-valent nickel species from divalent nickel species
4396942, Apr 19 1979 ROADWARE CORPORATION Video surveys
4463380, Sep 25 1981 Lockheed Martin Corp Image processing system
4489322, Jan 27 1983 The United States of America as represented by the Secretary of the Air Radar calibration using direct measurement equipment and oblique photometry
4490742, Apr 23 1982 VCS, Incorporated Encoding apparatus for a closed circuit television system
4491399, Sep 27 1982 Coherent Communications, Inc. Method and apparatus for recording a digital signal on motion picture film
4495500, Jan 26 1982 SRI INTERNATIONAL, A CORP OF CA Topographic data gathering method
4527055, Nov 15 1982 Honeywell Inc. Apparatus for selectively viewing either of two scenes of interest
4543603, Nov 30 1982 Societe Nationale Industrielle et Aerospatiale Reconnaissance system comprising an air-borne vehicle rotating about its longitudinal axis
4586138, Jul 29 1982 The United States of America as represented by the United States Route profile analysis system and method
4635136, Feb 06 1984 Rochester Institute of Technology Method and apparatus for storing a massive inventory of labeled images
4653136, Jun 21 1985 Wiper for rear view mirror
4653316, Mar 14 1986 Kabushiki Kaisha Komatsu Seisakusho Apparatus mounted on vehicles for detecting road surface conditions
4673988, Apr 22 1985 E.I. du Pont de Nemours and Company Electronic mosaic imaging process
4686474, Apr 05 1984 DESERET RESEARCH, INC Survey system for collection and real time processing of geophysical data
4688092, May 06 1986 SPACE SYSTEMS LORAL, INC , A CORP OF DELAWARE Satellite camera image navigation
4689748, Oct 09 1979 LFK-LENKFLUGKORPER SYSTEME GMBH Device for aircraft and spacecraft for producing a digital terrain representation
4707698, Mar 04 1976 Advanced Micro Devices, INC Coordinate measurement and radar device using image scanner
4758850, Aug 01 1985 British Aerospace Public Limited Company Identification of ground targets in airborne surveillance radar returns
4805033, Feb 18 1987 Olympus Optical Co., Ltd. Method of forming oblique dot pattern
4807024, Jun 08 1987 UNIVERSITY OF SOUTH CAROLINA, THE Three-dimensional display methods and apparatus
4814711, Apr 05 1984 Deseret Research, Inc.; DESERET RESEARCH, INC , A CORP OF UT Survey system and method for real time collection and processing of geophysicals data using signals from a global positioning satellite network
4814896, Mar 06 1987 Real time video data acquistion systems
4843463, May 23 1988 DOCUDRIVE, INC Land vehicle mounted audio-visual trip recorder
4899296, Nov 13 1987 Pavement distress survey system
4906198, Dec 12 1988 International Business Machines Corporation Circuit board assembly and contact pin for use therein
4953227, Jan 31 1986 Canon Kabushiki Kaisha Image mosaic-processing method and apparatus
4956872, Oct 31 1986 Canon Kabushiki Kaisha Image processing apparatus capable of random mosaic and/or oil-painting-like processing
5034812, Nov 14 1988 GE Aviation UK Image processing utilizing an object data store to determine information about a viewed object
5086314, May 21 1990 Nikon Corporation Exposure control apparatus for camera
5121222, Jun 14 1989 Method and apparatus for producing binary picture with detection and retention of plural binary picture blocks having a thin line pattern including an oblique line
5138444, Sep 05 1991 NEC TOSHIBA SPACE SYSTEMS, LTD Image pickup system capable of producing correct image signals of an object zone
5155597, Nov 28 1990 GOODRICH CORPORATION Electro-optical imaging array with motion compensation
5164825, Mar 30 1987 Canon Kabushiki Kaisha Image processing method and apparatus for mosaic or similar processing therefor
5166789, Aug 25 1989 Space Island Products & Services, Inc. Geographical surveying using cameras in combination with flight computers to obtain images with overlaid geographical coordinates
5191174, Aug 01 1990 International Business Machines Corporation High density circuit board and method of making same
5200793, Oct 24 1990 Kaman Aerospace Corporation Range finding array camera
5210586, Jun 27 1990 Siemens Aktiengesellschaft Arrangement for recognizing obstacles for pilots of low-flying aircraft
5231435, Jul 12 1991 Aerial camera mounting apparatus
5247356, Feb 14 1992 PICTOMETRY INTERNATIONAL CORP Method and apparatus for mapping and measuring land
5251037, Feb 18 1992 L-3 Communications Corporation Method and apparatus for generating high resolution CCD camera images
5265173, Mar 20 1991 HE HOLDINGS, INC , A DELAWARE CORP ; Raytheon Company Rectilinear object image matcher
5267042, Jan 11 1991 Pioneer Electronic Corporation Image pickup device for automatically recording the location where an image is recorded
5270756, Feb 18 1992 L-3 Communications Corporation Method and apparatus for generating high resolution vidicon camera images
5296884, Feb 23 1990 Minolta Camera Kabushiki Kaisha Camera having a data recording function
5335072, May 30 1990 Minolta Camera Kabushiki Kaisha Photographic system capable of storing information on photographed image data
5342999, Dec 21 1992 Voice Signals LLC Apparatus for adapting semiconductor die pads and method therefor
5345086, Nov 28 1962 AIL SYSTEMS, INC Automatic map compilation system
5353055, Apr 16 1991 NEC TOSHIBA SPACE SYSTEMS, LTD Image pickup system with an image pickup device for control
5369443, Apr 12 1991 TOMAS RECORDINGS LLC Digital video effects generator
5402170, Dec 11 1991 Eastman Kodak Company Hand-manipulated electronic camera tethered to a personal computer
5414462, Feb 11 1993 Method and apparatus for generating a comprehensive survey map
5467271, Dec 17 1993 Northrop Grumman Corporation Mapping and analysis system for precision farming applications
5481479, Dec 10 1992 Bae Systems Information and Electronic Systems Integration INC Nonlinear scanning to optimize sector scan electro-optic reconnaissance system performance
5486948, Mar 24 1989 Canon Hanbai Kabushiki Kaisha; Canon Kabushiki Kaisha; Ikegami Tsushinki Co., Ltd. Stereo image forming apparatus having a light deflection member in each optical path
5506644, Aug 18 1992 Olympus Optical Co., Ltd. Camera
5508736, May 14 1993 Video signal processing apparatus for producing a composite signal for simultaneous display of data and video information
5555018, Apr 25 1991 Large-scale mapping of parameters of multi-dimensional structures in natural environments
5604534, May 24 1995 IMAGEAMERICA, INC ; TOPEKA AIRCRAFT, INC Direct digital airborne panoramic camera system and method
5617224, May 08 1989 Canon Kabushiki Kaisha Imae processing apparatus having mosaic processing feature that decreases image resolution without changing image size or the number of pixels
5633946, May 19 1994 Geospan Corporation Method and apparatus for collecting and processing visual and spatial position information from a moving platform
5668593, Jun 07 1995 GOODRICH CORPORATION Method and camera system for step frame reconnaissance with motion compensation
5677515, Oct 18 1991 Northrop Grumman Systems Corporation Shielded multilayer printed wiring board, high frequency, high isolation
5798786, May 07 1996 GOODRICH CORPORATION Electro-optical imaging detector array for a moving vehicle which includes two axis image motion compensation and transfers pixels in row directions and column directions
5835133, Jan 23 1996 Microsoft Technology Licensing, LLC Optical system for single camera stereo video
5841574, Jun 28 1996 GOODRICH CORPORATION Multi-special decentered catadioptric optical system
5844602, May 07 1996 GOODRICH CORPORATION Electro-optical imaging array and camera system with pitch rate image motion compensation which can be used in an airplane in a dive bomb maneuver
5852753, Nov 10 1997 Dual-lens camera with shutters for taking dual or single images
5894323, Mar 22 1996 E-CONAGRA COM, INC , A CORP OF DELAWARE Airborne imaging system using global positioning system (GPS) and inertial measurement unit (IMU) data
5899945, Apr 17 1995 SPACE SYSTEMS LORAL, LLC Attitude control and navigation system for high resolution imaging
5963664, Jun 22 1995 Sarnoff Corporation Method and system for image combination using a parallax-based technique
6088055, May 07 1996 GOODRICH CORPORATION Electro-optical imaging array and camera system with pitch rate image motion compensation
6094215, Jan 06 1998 UATC, LLC Method of determining relative camera orientation position to create 3-D visual images
6097854, Aug 01 1997 Microsoft Technology Licensing, LLC Image mosaic construction system and apparatus with patch-based alignment, global block adjustment and pair-wise motion-based local warping
6108032, Oct 23 1997 Bae Systems Information and Electronic Systems Integration INC System and method for image motion compensation of a CCD image sensor
6130705, Jul 10 1998 GOODRICH CORPORATION Autonomous electro-optical framing camera system with constant ground resolution, unmanned airborne vehicle therefor, and methods of use
6157747, Aug 01 1997 Microsoft Technology Licensing, LLC 3-dimensional image rotation method and apparatus for producing image mosaics
6167300, Mar 08 1999 TCI Incorporated Electric mammograph
6222583, Mar 27 1997 Nippon Telegraph and Telephone Corporation Device and system for labeling sight images
6236886, Dec 11 1996 Technology Commercialization International Method for producing a tomographic image of the body and electric impedance tomograph
6256057, May 19 1998 Bae Systems Information and Electronic Systems Integration INC Electro-optical reconnaissance system with forward motion compensation
6373522, Nov 05 1996 BAE Systems Information and Electronic Systems Integration Inc. Electro-optical reconnaissance system with forward motion compensation
6421610, Sep 15 2000 Method of preparing and disseminating digitized geospatial data
6434280, Nov 10 1997 SODIMENSION CORP System and method for generating super-resolution-enhanced mosaic images
6597818, May 09 1997 SRI International Method and apparatus for performing geo-spatial registration of imagery
6639596, Sep 20 1999 Microsoft Technology Licensing, LLC Stereo reconstruction from multiperspective panoramas
6711475, Mar 16 2000 The Johns Hopkins University Light detection and ranging (LIDAR) mapping system
6731329, May 14 1999 ZSP Geodaetische Systems GmbH Method and an arrangement for determining the spatial coordinates of at least one object point
6747686, Oct 05 2001 GOODRICH CORPORATION High aspect stereoscopic mode camera and method
6834128, Jun 16 2000 Carl Zeiss AG Image mosaicing system and method adapted to mass-market hand-held digital cameras
6876763, Feb 03 2000 AVAGO TECHNOLOGIES GENERAL IP SINGAPORE PTE LTD Image resolution improvement using a color mosaic sensor
7009638, May 04 2001 VEXCEL IMAGING US, INC Self-calibrating, digital, large format camera with single or multiple detector arrays and single or multiple optical systems
7018050, Sep 08 2003 Hewlett-Packard Development Company, L.P. System and method for correcting luminance non-uniformity of obliquely projected images
7046401, Jun 01 2001 Qualcomm Incorporated Camera-based document scanning system using multiple-pass mosaicking
7061650, May 25 1999 GOOGLE LLC Method and apparatus for bayer mosaic image conversion
7065696, Apr 11 2003 AVAGO TECHNOLOGIES INTERNATIONAL SALES PTE LIMITED Method and system for providing high-speed forward error correction for multi-stream data
7123382, May 25 1999 GOOGLE LLC Method for bayer mosaic image conversion
7127348, Sep 20 2002 VI TECHNOLOGIES, LLC Vehicle based data collection and processing system
7142984, Feb 08 2005 Harris Corporation Method and apparatus for enhancing a digital elevation model (DEM) for topographical modeling
7233691, Dec 29 1999 Geospan Corporation Any aspect passive volumetric image processing method
7262790, Jan 09 2002 Mobile enforcement platform with aimable violation identification and documentation system for multiple traffic violation types across all lanes in moving traffic, generating composite display images and data to support citation generation, homeland security, and monitoring
7348895, Nov 03 2004 Advanced automobile accident detection, data recordation and reporting system
20020041328,
20020041717,
20020114536,
20020122117,
20030014224,
20030043824,
20030088362,
20030214585,
20040105090,
20040167709,
20050073241,
20050088251,
20050169521,
20060028550,
20060092043,
20060129320,
20060238383,
20060250515,
20070024612,
20070046448,
20070076920,
20070237420,
20080050011,
20080120031,
20080123994,
AT331204,
AU3291364,
AU3874400,
AU9783798,
BR316110,
CA2402234,
CA2505566,
CN1735897,
DE60017384,
DE60306301,
DK1418402,
EP1180967,
EP1418402,
EP1696204,
ES2266704,
HK1088421,
JP2003317089,
JP2006505794,
MXA5004987,
SG200503341,
WO53090,
WO2004044692,
WO2005088251,
WO2008028040,
WO9918732,
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